Date |
Text |
2009-09-28 14:19:37 | BUILDING PLAN REVIEW |
| PERMIT: 09090218 |
| ADD: 5011 BROADWAY AV |
| CONT: TO BE DETERMINED |
| TEL: (786)368-6455 |
| |
| FL BLD CODE= 2007 FLORIDA BUILDING CODE W/ 2009 |
| SUPPLEMENTS |
| * WEST PALM BEACH AMENDMENTS |
| |
| 1ST REVIEW |
| ACTION: DENIED |
| |
| SHEET A-1 SITE PLAN NOTES & CODE INFORMATION: |
| |
| 1) WRONG ADDITION OF THE CODE. 110.2* W. P. B. |
| ADMINISTRATIVE CODE, INFORMATION THAT IS REQUIRED FOR |
| RECORD KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| A) THE EDITION OF THE CODE UNDER WHICH THE PERMIT WAS |
| ISSUED. 2007 FBC W/ 2009 SUPPLEMENTS 2007 EFBC-LEVEL |
| III SECTION 405 |
| B) THE TYPE OF CONSTRUCTION AS DEFINED IN TABLE 503, |
| CHAPTER 6, TABLE 601. PLANS INDICATE BUILDING TYPE IV |
| WHICH IS HEAVY TIMBER, UNDER THECURRENT CODE.PLANS |
| DRAWN UNDER THE 2001 FBC THTE EQUIVALENT IV |
| CLASSIFICATION TO THE 2007 FBC IS NOW A TYPE II-B. |
| PLEASE NOTE THE MINIMUM STANDARD THAT THIS BUILDING |
| COULD BE BUILT UNDER THE 2007 FBC PER TABLE 503 IS A |
| V-B BUILDING FOR MERCANTILE WITH AREA INCREASES FOR |
| FRONTAGE INCREASE AND 506.2 AND SPRINKLER INCREASE PER |
| 506.3 |
| D) IF AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED? |
| E) WEATHER A SPRINKLER SYSTEM IS REQUIRED? |
| 2007 EXISTING BLDG CODE 804.2.2 AUTOMATIC FIRE |
| DETECTION. WHERE REQUIRED BY THE FLORIDA BUILDING CODE, |
| BUILDING FOR NEW BUILDINGS, AUTOMATIC FIRE DETECTION |
| SYSTEMS SHALL BE PROVIDED THROUGHOUT THE WORK AREA. |
| 903.2.6 GROUP M. AN AUTOMATIC SPRINKLER SYSTEM SHALL BE |
| PROVIDED THROUGHOUT BUILDINGS CONTAINING A GROUP M |
| OCCUPANCY WHERE ONE OF THE FOLLOWING CONDITIONS EXISTS: |
| 1. WHERE A GROUP M FIRE AREA EXCEEDS 12,000 SQUARE FEET |
| (1115 M2). |
| PLEASE PROVIDE A FIRE SPRINKLER PLAN. |
| F) IF THIS PERMIT IS TO BE PHASED PLEASE PROVIDE TIME |
| LINES FOR EACH PHASE, THE BUILDING OFFICIAL MAY REQUIRE |
| SEPERATE PERMITS DEPENDING ON THE PHASED TIME LINE. |
| |
| 2) NOTE PRODUCT APPROVALS ARE NOT REQUIRED AT TIME OF |
| PERMIT ISSUANCE BUT WILL BE CONSIDERED A REVISION AND A |
| SEPERATE REVIEW AND ASSOCIATED FEES |
| WOULD BE REQUIRED. |
| FL BLD CODE 1609.1.4: COMPONENTS & CLADDING, PROVIDE 2 |
| COPIES OF PRODUCT TESTING REPORTS ,MISSING REPORTS ARE |
| AS FOLLOWS: |
| A) FIXED GLASS/ STORE FRONT |
| B) EXTERIOR GLAZED SWING DOORS & SIDELITES |
| C) SINGLE EXTERIOR HOLLOW METAL SWING DOORS |
| D) PAIRS OF EXTERIOR HOLLOW METAL SWING DOORS |
| E AUTOMATIC SLIDING DOORS& SIDE LITES |
| F) TRUSS ANCHORS |
| G) WALL LOUVERS- DECRATIVE SHUTTERS |
| H) EFIS WALL SYSTEMS |
| I) SHUTTERS BAHAMA STYLE- ON TOWERS |
| J) ROOF ASSEMBLIES UNDERLAYMENT, MODIFIED BITUMEN & |
| ROOF TILE |
| |
| 3A) PRODUCT APPROVALS SUBMITTED WITH PERMIT APPLICATION |
| AFTER OCTOBER 1, 2003 ARE REQUIRED TO COMPLY WITH THE |
| FLORIDA PRODUCT APPROVAL SYSTEM. FOR INFORMATION PLEASE |
| SEE THE STATE WEBSITE AT WWW.FLORIDABUILDING.ORG. |
| PRODUCTS WITH STATEWIDE APPROVAL ARE REQUIRED TO BE |
| SUBMITTED WITH A COVER SHEET THAT LISTS THE PRODUCT |
| IDENTITY NUMBER FROM THE STATE. IF THE PRODUCT DOES NOT |
| HAVE STATEWIDE APPROVAL, SUBMIT AN APPLICATION FOR |
| LOCAL PRODUCT APPROVAL OR SITE SPECIFIC FORM PER RULE |
| 9B-72. |
| |
| 3B) WPB ADMIN CODE 106.3* PRODUCT APPROVALS. THOSE |
| PRODUCT WHICH ARE REGULATED BY DCA RULE 9B-72 SHALL BE |
| REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| |
| 4) FLOOR PLAN A-3 INDICATES USE OF POWER HORIZONTAL |
| SLIDING DOORS. SHOW COMPLIANCE WITH: |
| 1008.1.3.3 HORIZONTAL SLIDING DOORS. IN OTHER THAN |
| GROUP H OCCUPANCIES, HORIZONTAL SLIDING DOORS PERMITTED |
| TO BE A COMPONENT OF A MEANS OF EGRESS IN |
| ACCORDANCE WITH EXCEPTION 5 TO SECTION 1008.1.2 SHALL |
| COMPLY WITH ALL OF THE FOLLOWING CRITERIA: |
| 1. THE DOORS SHALL BE POWER OPERATED AND SHALL BE |
| CAPABLE OF BEING OPERATED MANUALLY IN THE EVENT OF |
| POWER FAILURE. |
| 2. THE DOORS SHALL BE OPENABLE BY A SIMPLE METHOD FROM |
| BOTH SIDES WITHOUT SPECIAL KNOWLEDGE OR EFFORT. |
| 3. THE FORCE REQUIRED TO OPERA TE THE DOOR SHALL NOT |
| EXCEED 30 POUNDS (133 N) TO SET THE DOOR IN MOTION AND |
| 15 POUNDS (67 N) TO CLOSE THE DOOR OR OPEN IT TO THE |
| MINIMUM REQUIRED WIDTH. |
| 4. THE DOOR SHALL BE OPENABLE WITH A FORCE NOT TO |
| EXCEED 15 POUNDS (67 N) WHEN A FORCE OF 250 POUNDS |
| (1100 N) IS APPLIED PERPENDICULAR TO THE DOOR ADJACENT |
| TO THE OPERATING DEVICE. |
| 5. THE DOOR ASSEMBLY SHALL COMPLY WITH THE APPLICABLE |
| FIRE PROTECTION RATING AND, WHERE RATED, SHALL BE |
| SELF-CLOSING OR AUTOMATIC-CLOSING BY |
| SMOKE DETECTION, SHALL BE INSTALLED IN ACCORDANCE WITH |
| NFPA 80 AND SHALL COMPLY WITH SECTION 715 . |
| 6. THE DOOR ASSEMBLY SHALL HAVE AN INTEGRATED STANDBY |
| POWER SUPPLY. |
| 7. THE DOOR ASSEMBLY POWER SUPPLY SHALL BE ELECTRICALLY |
| SUPERVISED. |
| |
| 5A) THE FOLLOWING ITEMS WILL DEAL WITH ROOFING REPORTS |
| BE ADVISED OF THE INFORMATION THAT WILL NEED TO BE |
| HIGHLIGHTED BEFORE SUBMITTAL TO THE BUILDING |
| DEPARTMENT; THIS ROOF IS MISSING OR NOT IN COMPLIANCE |
| WITH THE FOLLOW ITEMS: |
| (FLAT ROOF) |
| ___ CONTRACTOR DID NOT PROVIDE THE MEAN ROOF HEIGHT. |
| ___ CONTRACTOR DID NOT INDICATE THE ROOF PITCH. ___ |
| CONTRACTOR FAILED TO INDICATE WHICH SYSTEM TO BE USED. |
| ___ THE SYSTEM PROVIDED HAS A LOW PRESSURE FOR ZONE ___ |
| . |
| ___ THE SYSTEM PROVIDED STATES LIMITATION# 7, SHOULD |
| THE FASTENER RESISTANCE BE LESS THAN THAT REQUIRED, AS |
| DETERMINED BY THE |
| BUILDING OFFICIAL, A REVISED FASTENER SPACING, PREPARED |
| , SIGNED AND SEALED BY A FLORIDA REGISTERED |
| PROFESSIONAL ENGINEER, REGISTERED |
| ARCHITECT OR REGISTERED ROOF CONSULTANT MAY BE |
| SUBMITTED. |
| ___ THE SYSTEM PROVIDED INDICATES LIMITATION# 9, NO |
| ENHANCED FASTENING ALLOWED. |
| |
| 5B) ROOF TILE FOR SLOPED ROOFS, PLEASE INDICATE WHICH |
| FASTENING SYSTEM SHALL BE USED.106.1.2 ADDITIONAL |
| INFORMATION REQUIRED. MOMENT OF OVERTURNING, 1609.7.3 |
| RIGID TILE. |
| |
| 5C) NO INFORMATION FOR FASTENING OF HIP BOARD OR HIP |
| TILE. 1507.3.8 APPLICATION. TILE SHALL BE APPLIED |
| ACCORDING TO THE MANUFACTURER'S INSTALLATION |
| INSTRUCTIONS OR RECOMMENDATIONS OF THE FRSA/RTI |
| 07320/08-05 (FOURTH EDITION). |
| |
| 6A) A-7 NOR STRUCTURAL PLANS ARE MISSING THE NEW A/C |
| CURBS, HOW THE WEIGHT WILL BE CARRIED ON THE WOOD |
| TTRUSS SYSTEM AND BAR JOIST SYSTEM (MEZZANINE LEVEL) , |
| WHERE THE POINT LOADING WILL NEED TO BE TAKEN IN AFFECT |
| AND THE PANEL POINTS REINFORCED, NEW HEADERS SHAPE AND |
| SIZE OF FRAMING AND THE ACTUAL ATTACHMENT OF THE CURB |
| TO THE ROOF SYSTEM. 1609.6.1.1 MAIN WINDFORCE-RESISTING |
| SYSTEMS. |
| |
| 6B) 301.13 FBC MECHANICAL. WIND RESISTANCE. MECHANICAL |
| EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| WIND SHALL BE DESIGNED AND INSTALLED TO RESIST WIND |
| PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS |
| DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| CODE, BUILDING. THIS CODE SECTION IS NOT ONLY FOR THE |
| ATTACHMENT OF THE UNIT TO THE STRUCTURAL MEMBERS BUT |
| THE ACTUAL MECHANICAL EQUIPMENT ITSELF, THE EXTERIOR |
| CABINETRY. |
| |
| 7A) A-4 INDICATES THE USE OF ROOF DRAINS AND OVERFLOW |
| SCUPPERS THERE IS NO INFORMATION PROVIDED WHAT THE |
| MINIMUM ROOF INSULATION WILL BE LOCATED AT THE ROOF |
| DRAINS. FBC 13-404.A.B..1 MINIMUM R-VALUE OF R-10. |
| |
| 7B) UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, |
| DESIGN AND INSTALLATION OF ROOF DRAINAGE SYSTEMS SHALL |
| COMPLY WITH THE FLORIDA BUILDING CODE, PLUMBING , |
| CHAPTER 11 . |
| |
| 8) NOTE PLANS DO NOT INDICATE COMPLIANCE WITH: 1503.6 |
| PROTECTION AGAINST DECAY AND TERMITES. CONDENSATE LINES |
| AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT |
| (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY |
| UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. |
| GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS |
| WITH EAVES OF LESS THAN 6 INCHES (152 MM) HORIZONTAL |
| PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF |
| ABOVE ANOTHER ROOF. |
| |
| 9) SHEET S-1 PLEASE INDICATE WHERE THE PROPERTY LINE IS |
| LOCATED, IT APPEARS THAT THE NEW FOUNDATION SYSTEM NEXT |
| TO DIXIE HWY MAY BE ENCROUCHING INTO THE RIGHTOF-WAY. |
| 3202.1.1. STRUCTURAL SUPPORT. A PART OF A BUILDING |
| ERECTED BELOW GRADE THAT IS NECESSARY FOR STRUCTURAL |
| SUPPORT OF THE BUILDING OR STRUCTURE SHALL NOT PROJECT |
| BEYOND THE LOT LINES, EXCEPT THAT THE FOOTINGS OF |
| STREET WALLS OR THEIR SUPPORTS WHICH ARE LOCATED AT |
| LEAST 8 FEET (2438 MM) BELOW GRADE SHALL NOT PROJECT |
| MORE THAN 12 INCHES (305 MM) BEYOND THE STREET LOT |
| LINE. |
| |
| 10) SHEET S-4 PLEASE INDICATE COMPLIANCE WITH 1802.2.1 |
| QUESTIONABLE SOIL. WHERE THE SAFE-SUSTAINING POWER OF |
| THE SOIL IS IN DOUBT, OR WHERE A LOAD-BEARING VALUE |
| SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| BUILDING OFFICIAL SHALL REQUIRE THAT THE NECESSARY |
| INVESTIGATION BE MADE. SUCH INVESTIGATION SHALL COMPLY |
| WITH THE PROVISIONS OF SECTIONS 1802.4 THROUGH 1802.6 . |
| |
| 11) SHEET S-4 INDICATES THE USE OF A VAPOR BERRIER BUT |
| NOT SECTION;1816.1 TERMITE PROTECTION. TERMITE |
| PROTECTION SHALL BE PROVIDED BY REGISTERED |
| TERMITICIDES, INCLUDING SOIL-APPLIED PESTICIDES, |
| BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR |
| OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED |
| FOR USE AS A PREVENTATIVE TREATMENT TO NEW |
| CONSTRUCTION. SEE SECTION 202, REGISTERED TERMITICIDE. |
| UPON COMPLETION OF THE APPLICATION OF THE TERMITE |
| PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL |
| BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED |
| PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING |
| STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE |
| TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. |
| TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS |
| ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE |
| AND CONSUMER SERVICES." |
| |
| 12) SHEET S-4 CODES AND SPECIFICATIONS ALL WORK SHALL |
| BE IN ACCORDANCE WITH 2007 FBC HIGH WIND VELOCITY ZONE, |
| PLEASE NOT THE HIGH VELOCITY WIND ZONE DESIGNATION IS |
| ONLY TO BE USED FOR DADE AND BROWARD COUNTIES, THE CITY |
| OF WEST PALM BEACH IS LOCATED IN THE HIGH WIND DEBRIS |
| REGIONPLEASE REVIEW FIGURE 1609. THE WIND DESIGN FOUND |
| ON SHEET S-2 INDICATES 146MPH, EXPOSURE "C" WHICH IS A |
| DADE AND BROWARD REQUIREMENT FOR THE HIGH WIND VELOCITY |
| ZONE. IF THE DESIGNER WHICHES TO DESIGN TO THIS MORE |
| STRINGENT REQUIREMENT, THEN THE ASSOCIATED HIGHER |
| POSITIVE & NEGATIVE PRESSURES MUST |
| BE USED IN THTE WIND DESIGN. |
| |
| 12A) SHEET A-6 DOES INDICATE THE PRESSURES FOR THE |
| WINDOWS AND DOORS PLEASE PROVIDE INTERIOR ZONES AND END |
| ZONE LOCATIONS FOR TCLARIFICATION. NOTE ON THE TOWER |
| PRESSURES ARE NOT INDICATED FOR ALL WINDOW |
| ELEVATIONS.1609.1.1 |
| |
| 12B) SHEET A-4 ROOF PLAN DOES NOT PROVIDE THE ROOF |
| PRESSURE ZONE LOCATIONS ZONE 1, 2 OR 3 FOR THE FLAT |
| ROOF NOR THE HIP ROOF. 1609.1.1. |
| |
| 12C) SHEET A-6 THE NORTH ELEVATION INDICATES DECRETIVE |
| SHUTTERS, ISN'T THIS THE MEZZANINE LEVLE WHERE THE |
| MECHANICAL EQUIPMENT IS LOCATED AND THESE OPENINGS ARE |
| FOR FRESH AIR NOT A SOLID WALL, IF SO THEY WILL BE |
| CLASSIFIED AS LOUVERS, PLEASE PROVIDE THE POSISTIVE AND |
| NEGATIVE PRESSURES FOR OPENINGS. |
| 1609.1.1. |
| |
| 13) SHEET A-7 DOOR D-1 IS INDICATED AS A BY PASS DOOR |
| PLEASE PROVIDE COMPLIANCE WITH 1008.1.3.3 HORIZONTAL |
| SLIDING DOORS. |
| |
| |
| 14) PROVIDE INFORMATION ON THE WALK-IN COOLERS AND |
| FREEZERS. 2603.4.1.2 COOLER AND FREEZER WALLS. FOAM |
| PLASTIC INSTALLED IN A MAXIMUM THICKNESS OF 10 INCHES |
| (254 MM) IN COOLER AND FREEZER WALLS SHALL: |
| 1. HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND A |
| SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450, WHERE |
| TESTED IN A MINIMUM 4 INCH (102 MM) THICKNESS. |
| 2. HAVE FLASH IGNITION AND SELF-IGNITION TEMPERATURES |
| OF NOT LESS THAN 600?F AND 800?F (316?C AND 427?C), |
| RESPECTIVELY. |
| 3.HAVE A COVERING OF NOT LESS THAN 0.032-INCH (0.8 MM) |
| ALUMINUM OR CORROSION-RESISTANT STEEL HAVING A BASE |
| METAL THICKNESS NOT LESS THAN 0.0160 |
| INCH (0.4 MM) AT ANY POINT. |
| 4. BE PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. WHERE |
| THE COOLER OR FREEZER IS WITHIN A BUILDING, BOTH THE |
| COOLER OR FREEZER AND THAT PART OF THE |
| BUILDING IN WHICH IT IS LOCATED SHALL BE SPRINKLERED. |
| |
| 2603.4.1.3 WALK-IN COOLERS. IN NONSPRINKLERED |
| BUILDINGS, FOAM PLASTIC HAVING A THICKNESS THAT DOES |
| NOT EXCEED 4 INCHES (102 MM) AND A MAXIMUM |
| FLAME SPREAD INDEX OF 75 IS PERMITTED IN WALK-IN |
| COOLERS OR FREEZER UNITS WHERE THE AGGREGATE FLOOR AREA |
| DOES NOT EXCEED 400 SQUARE FEET (37 M 2 ) AND THE FOAM |
| PLASTIC IS COVERED BY A METAL FACING NOT LESS THAN |
| 0.032-INCH-THICK (0.81 MM) ALUMINUM OR |
| CORROSION-RESISTANT STEEL HAVING A MINIMUM BASE METAL |
| THICKNESS OF 0.016 INCH (0.41 MM). A THICKNESS OF UP TO |
| 10 INCHES (254 MM) IS PERMITTED WHERE PROTECTED BY A |
| THERMAL BARRIER. |
| |
| 15) SHEET A-7 INDICATES VARIOUS SECTIONS THROUGH THE |
| STRUCTURE WITH FINISHES( 106.3.5 MINIMUM PLAN REVIEW |
| CRITERIA FOR COMMERCIAL BUILDINGS ; |
| 15A) PLANS ARE NOT COMPLETE AS TO INTERIOR FINISHES OF |
| ROOMS |
| |
| 15B) SECTION 803/ TABLE 803.5. |
| |
| 15C) PLANS ARE NOT COMPLETE AS TO 1HR FIRE RATING |
| CEILING, TYPE OF SYSTEM TO BE INSTALLED, 106.1.2 |
| ADDITIONAL INFORMATION REQUIRED. |
| |
| 15D) INTERIOR WALL AND DOOR SCHEDULE, 106.1.2. |
| |
| 16) TRUSS PLANS WERE NOT SUBMITTED, PLANS FAIL TO |
| PROVIDE LOADS TO BE RESISTED, HORIZONTAL, LATERAL AND |
| GRAVITY LOADS. |
| |
| A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME, AS A |
| RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| THIS REVIEW. |
| |
| INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE INDICATE |
| THE REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. |
| A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| |
| STARTING AUGUST 21, 2009, THE CONSTRUCTION SERVICES |
| DEPARTMENT WILL BE CLOSED ON FRIDAYS UNTIL FURTHER |
| NOTICE. |
| |
| OPENING HOURS MONDAY - THURSDAY WILL REMAIN AT 8:00 AM |
| - 5:00 PM. |
| |
| JIM WITMER C. B. O. |
| COMMERCIAL COMBINATION PLAN REVIEW |
| |
| TEL: (561)805-6715 |
| FAX: (561)805-6731 |
| E-MAIL: [email protected] |
| SURVEY: |
| WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |
| |
| MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF |
| FLORIDA SAVING LIVES AND PROPERTY SINCE 1953 |
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